Modelling of Rock Bolts using the Finite Element Method | 1.000 | OnePetro | |
Mapping Rock Surface Roughness with Photogrammetry | 1.000 | OnePetro | |
Investigations on Telescope Yielding Elements with Porous Filling | 1.000 | OnePetro | |
Effect of Carbon Dioxide Sequestration on the Mechanical Properties of Indian Coal | 1.000 | OnePetro | |
Dynamic Pressures in a Plunge Pool of a Dam | 1.000 | OnePetro | |
Suggestion for a Documentation of Unexpected Standstills in TBM-Tunnelling | 1.000 | OnePetro | |
Influence of the Primary Stress State on the Disc Cutter Penetration | 1.000 | OnePetro | |
Finite Element Simulations of Twin Shallow Tunnels | 1.000 | OnePetro | |
Characterization of Basalt for Stability Assessment of an Abandoned Underground Mine in Mendig, Germany | 1.000 | OnePetro | |
Effect of Time and Wear on the Basic Friction Angle of Rock Discontinuities | 1.000 | OnePetro | |
Physical and Numerical Simulations of Super-Critical Subsidence as Affected by Opening Geometries and Depths | 1.000 | OnePetro | |
Petrographic, Physical and Mechanical Features of Sedimentary Rocks of the South Catarinense Coalfield, Brazil | 1.000 | OnePetro | |
Numerical Methods for the Design of Support Systems in a Deep Metalliferous Mine in Turkey | 1.000 | OnePetro | |
Compressive Strength Tests of Cabled Rock Specimens as Pillar Analogues | 1.000 | OnePetro | |
Application of Artificial Neural Networks in Estimation of Uniaxial Compressive Strength using Schmidt Hammer Rebound Number Data under Specific Geological Conditions | 1.000 | OnePetro | |
3D Geometrical Modeling of Folded Layers: A Case Study from Lead and Zinc Mine of Anjire, Isfahan, Iran | 1.000 | OnePetro | |
Real Time Stress Change Estimation using Strain Measurements | 1.000 | OnePetro | |
Influence of Constitutive Model Choice on Simulated Stress Path and Yield Evolution in Deep Mine Pillar Analysis – Experience from the Creighton Mine, Sudbury, Canada | 1.000 | OnePetro | |
Rock Mechanics Investigations in Connection with the Introduction of a New Pillar System in a Deep Magnesite Mine | 1.000 | OnePetro | |
An investigation of Shaft Wall Stability in Low-Strength Rock Mass Conditions at the Ust-Jaiwa Freeze Shaft Project | 1.000 | OnePetro | |
Simulation of Mining Impact on Water Resources | 1.000 | OnePetro | |
On the Development of a Slope Instability Index for Open-Pit Mines using an Improved Systems Approach | 1.000 | OnePetro | |
Statistical Calculation of Mean Stress Tensor using both Euclidean and Riemannian Approaches | 1.000 | OnePetro | |
Stability Analysis of Blocky Rock Slope Excavation Bbased on Site Non-Contact Measurement and GeoSMA-3D Modelling | 1.000 | OnePetro | |
Rock Soil Usage to Provide Buildings and Structures Stability in Term of Deep-Frozen Soil | 1.000 | OnePetro | |
Rock mechanical analysis of the underground complex in Tapiola Center, Espoo, Finland | 1.000 | OnePetro | |
Numerical Study on Slope Stability in Consideration of the Influence of Weathering by Two-Phase Flow Analysis | 1.000 | OnePetro | |
Numerical Simulation of Deep-Hole Resistivity Anomaly under Crustal Stress | 1.000 | OnePetro | |
Numerical Modeling of the Effect of Rock Mass Characteristics on the Stability of a Shallow Underground Structure (Due to Cruise Missile Impacts) | 1.000 | OnePetro | |
Non-Euclidean Model of High Stressed Rocks and Rock Masses | 1.000 | OnePetro | |
Multiple Point Geostatistics for the 3D-modeling of Geological Formations | 1.000 | OnePetro | |
Modelling of Facture Displacements from Nonuniform In-Situ Thermal Loading | 1.000 | OnePetro | |
Investigations on the Models of Face Rockfills for Slope Stability of Coal Mine Dumps During the Restoration | 1.000 | OnePetro | |
Intelligent Back Analysis Using Data from the Instrument | 1.000 | OnePetro | |
Fault Tips as Favorable Drilling Targets for Geothermal Prospecting – A Fracture Mechanical Perspective | 1.000 | OnePetro | |
Clump Models: An Improvement in the Rock Cutting Modelling by DEM? | 1.000 | OnePetro | |
Back Analysis of in Situ Stress at Shallow Depth using Discontinuum Numerical Modeling - A Case Study at the Odenplan Station in Stockholm, Sweden | 1.000 | OnePetro | |
Application of Numerical Modelling for Large-Scale Underground Excavation in Foliated Rock Mass | 1.000 | OnePetro | |
A Parametric Study for the Strength of Jointed Rock Mass | 1.000 | OnePetro | |
Seismic Induced Rock Landslides using Continuum-Based Models | 1.000 | OnePetro | |
The Impact of Reservoir Impounding on the Behavior of Deepseated Rock Slides | 1.000 | OnePetro | |
Yes, We Can! Challenges in Development of Geotechnical Failure Mechanisms with the Help of Numerical Modeling | 1.000 | OnePetro | |
Tunnel Modelling in the Border Area Between Hard and Soft Rock | 1.000 | OnePetro | |
Numerical Analyses of Deep Tunnels Driven Through Massive Faults | 1.000 | OnePetro | |
Upper Bound Limit Analysis of Uplift Failure in Pressurized Sealed Rock Tunnels | 1.000 | OnePetro | |
FEM Analysis of the Existing and New Linings for Diversion Tunnels No. 1 & 2 - Rogun Dam & HPP Project | 1.000 | OnePetro | |
Evaluating the Influence of Block Size in Cable Bolt Performance | 1.000 | OnePetro | |
Rock Mass Classification and Geotechnical Model for the Foundation of a RCC Gravity Dam | 1.000 | OnePetro | |
Simulation Aided Engineering – A Multi-Parametric Rock Mass Simulation Workflow | 1.000 | OnePetro | |
Observations for the Long-Term Behaviour of Rocks Based on Laboratory Testing | 1.000 | OnePetro | |
Sustainable Lining in Incompetent Rock Mass Using the Example of Konrad Mine | 1.000 | OnePetro | |
Maintenance Experiences from Underground Facilities in Swedish Crystalline Rock | 1.000 | OnePetro | |
Investigation of Long-Term Behaviour of Support Elements in Tunnelling | 1.000 | OnePetro | |
Long Time Monitoring and Refurbishment of the Tie-backs of Untersberg Cable Car Pillar 1 | 1.000 | OnePetro | |
Long-term Deformation of Mountain Tunnel Lining and Ground Under Swelling Rock Condition | 1.000 | OnePetro | |
Investigation of Some Mechanical Properties of Rocks Under the Effect of Different Body Temperatures | 1.000 | OnePetro | |
Lifetime of Polyethylene Geomembranes for Water Proofing of Tunnels From the Perspective of Polymer Engineering | 1.000 | OnePetro | |
Slope Protection Systems for EBA and ÖBB - New Standards of Performance, Sustainability and Handling - German and Austrian Railways Criteria and Approval | 1.000 | OnePetro | |
Understanding Extremely Varying Stress Conditions in the Ground | 1.000 | OnePetro | |
Tunnel Excavation in Multiple Fractured Mudstone | 1.000 | OnePetro | |
Rosenstein-Tunnel Stuttgart: A New Road Tunnel Project under Challenging Urban Conditions | 1.000 | OnePetro | |
Karavanke Tunnels in Permo-Carboniferous Rock | 1.000 | OnePetro | |
Valhalla - Innovative Pumped Hydro Storage Facilities in Chile – Challenges From a Rock Mechanical Point of View | 1.000 | OnePetro | |
Tunneling Under Challenging Conditions – General Renovation, Escape and Safety Passageways via the Supply Air Duct at the “Arlberg Road Tunnel" | 1.000 | OnePetro | |
Challenges of Tunneling in Adverse Geology | 1.000 | OnePetro | |
Lessons Learned From the Heading of the Reconnaissance Tunnel for the Kramer Tunnel, Germany | 1.000 | OnePetro | |
On the Non-Uniformity of Squeezing Deformations in the Ceneri Base Tunnel | 1.000 | OnePetro | |
Re-excavation Model of the Collapsed Tunnel Section for the Metro Station Type 2 Tunnel in İzmir-Turkey | 1.000 | OnePetro | |
Tunneling Challenges in Large Caverns Under Densely-Built Urban Areas – Case: Helsinki City Rail Loop | 1.000 | OnePetro | |
Tunneling in Difficult Ground Conditions using Different Tunnel Boring Methods | 1.000 | OnePetro | |
Integrated Assessment of Cliff Rockfall Hazards by Means of Rock Structure Modelling Applied to TLS data: New Developments | 1.000 | OnePetro | |
Influence of Geological and Meteorological Factors on the Frequency of Rockfalls | 1.000 | OnePetro | |
An Empirical Approach to Rockfall Fragmentation | 1.000 | OnePetro | |
Introducing the Q-slope Method and its Intended use Within Civil and Mining Engineering Projects | 1.000 | OnePetro | |
A10 Motorway – Refurbishment Reitdamm: Stabilization of a Longtime Creeping Landslide of a Hillside Embankment | 1.000 | OnePetro | |
Investigation and Monitoring of a Large-Scale Rock slide at the Kaunertal Hydropower Plant | 1.000 | OnePetro | |
Three-dimensional Displacement Behavior of a Landslide Slope due to Tunnel Excavations and Discussion on the Mechanism | 1.000 | OnePetro | |
Landslide Caused Problems Underground | 1.000 | OnePetro | |
Lessons Learned on Deep-seated Landslides Activated by Tunnel Excavation | 1.000 | OnePetro | |
A Study on Development of the Performance Evaluation Index for a Rock-slope | 1.000 | OnePetro | |
High Tensile Ringnet Canopies and the Behavior of “Self-cleaning" Effects Together with Alternative Systems | 1.000 | OnePetro | |
Landslides and Triggering of Flood Waves in Reservoirs and Lakes | 1.000 | OnePetro | |
Numerical and GIS-supported Safety Factor Calculation of Landslides for Large Areas | 1.000 | OnePetro | |
Remediation of a Hazardous Legacy Slope Face Using Pre-split Blasting | 1.000 | OnePetro | |
Rockfall Susceptibility Analysis, the Case of the Access Road to the Giants Castle Nature Reserve, South Africa | 1.000 | OnePetro | |
The Gorg Blau Cliff Rockfall on the Main Road of Tramuntana Mountain Range of Mallorca (Spain): A Case History | 1.000 | OnePetro | |
Investigation of Blast Damage from String Emulsion in the Wall and Floor of Two Experimental Tunnels in Äspö HRL | 1.000 | OnePetro | |
The Rock Cutting Process of Road Headers – Overview of Laboratory Tests and Numerical Simulation | 1.000 | OnePetro | |
Rock Mechanical Aspects of Roadheader Excavation | 1.000 | OnePetro | |
Tunneling in Phyllitic Rocks - Experiences Obtained from NATM and TBM Drives (BBT Exploratory Tunnel Innsbruck- Ahrental, Stanzertal Hydropower Plant) | 1.000 | OnePetro | |
Application of TBM Monitored Data for Detailed Description of Rock Mass Parameters and Fast Determination of TBM Excavation Efficiency | 1.000 | OnePetro | |
Performance and Cutter Life Assessments in Hard Rock Tunnelling | 1.000 | OnePetro | |
Sydney North West Rail Link Project – 4 Double Shield TBMs Excavate 15 Km of Twin Tunnels | 1.000 | OnePetro | |
A Precise Fragmentation Technique for Geomaterials Based on Wave Dynamics | 1.000 | OnePetro | |
An Artificial Neural Network Approach for the Prediction of Abrasivity of Hard Rocks using Acoustic Emission | 1.000 | OnePetro | |
Application of Adaptive Neuro-Fuzzy Inference System for the Assessment of Excavation Damaged Zone using Uniaxial Compressive Strength Data | 1.000 | OnePetro | |
Assessment of Intact Rock Strength in Anisotropic Rock - Theory, Experiences and Implications on Site Investigation | 1.000 | OnePetro | |
Assessment of Rock Abrasiveness by Various Methods for Prediction of Drilling Bit Wear | 1.000 | OnePetro | |
Classification of Flints for Drill Wear Potential | 1.000 | OnePetro | |